Ram foundation
I have reactions from other programs, not RAM. How can I apply those to RAM foundation?Thanks
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Foundation load summary : Post processing - Gravity forces from RAM Concrete...
Hi,Question 1: I am modeling a 1 story building, First floor is a raised floor with concrete slab and conc beams and roof has joists & metal deck. The gravity forces from RAM Concrete does not...
View ArticleColumn Minimum Reinforcement - IS 456
Hello there,I recently came to notice that during design of columns in STAAD SS6, minimum reinforcement of 0.8% is being considered by default (Was not happening in previous versions).Though this...
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RAM Connection Templates
I've been following the 'Creating Custom Connection Templates' tutorial to try and create a set of template connections for designing column base plates. My problem is, once I create these templates,...
View ArticleFloor diaphragm & Master slave
Dear All,Im learner of staad pro, Im analysing mezzanine floor by considering all loads. But when im trying to apply wind load, it is showing some errors... Like floor diaphragm must defined before...
View ArticlePerform analysis versus P-Delta and Direct Analysis
I'm having issues with the different methods of analysis', I can get results for Perform Analysis but when I try to switch to P-Delta and Direct Analysis I get warnings about instabilities and error...
View ArticleStud Count information from RAM Data Access
Hello,I'm fairly new at RAM DA and I was wondering how I could get a list of the stud counts for each beam in a model by feeding in the beam label.Thanks!
View ArticleRussian Sections (STO-ASCHM-20-93 AND GOST 26020-83)
Hi,In one of my project i have to use Russian sections for the design, In STAAD SS6 has two categories of (Russian sections (GOST), Russian (STO-ASCHM)). when i checked for the properties, it is same....
View ArticleLength to depth ratio warning
My Staad file showing warning such as length to depth ratio is less. so it has to be designed as deep beam but staad cant do that. I did ESNH 1 but help me how to use that command. I tried but the same...
View ArticleCan Ram concept be used to design a monolithic Slab-on-Grade (BRAB) Foundation?
Can Ram concept be used to design a monolithic Slab-on-Grade (BRAB) Foundation? These foundations are widely used in Texas, and the WRI (Wire Reinforcement Institute) has a design aid which I am...
View ArticleEncountered Improper Argument RAM SS Concrete Analysis
The Concrete Analysis module will not run though due "Improper Argument Encountered" at Level 06. I read read through the other similar question to this oneand tried to re-assign beam lines, but that...
View ArticleComposite Section under Negative Moment
Hi, Dear All,I have a quick question regarding composite section (e.g. concrete deck on steel I-beam). How does STAAD Pro handle the composite section (beam element) under negative moment? Does it by...
View ArticleUsing User Provided Tables with ISM
Hi,I am using Structural Syncronizer to create ISM models from Tekla to import into STAAD.Pro V8i. The model has custom sections in it that have been defined in STAAD using a general section defined by...
View ArticlePartial Releases through OpenSTAAD
Like the "CreateMemberPartialRelease" OpenSTAAD function, there doesn't appear to be a "GetMemberPartialRelease" function.Is there a way to retrieve member partial release information (such as Mp=0.1...
View ArticleReinforcement design Staad Foundation
Hi,I am struggling to achieve the reinforcement design I would like within the attached model- EASTERN ACCESS BRIDGE PILE CAPS FINAL.I would like H20 bars at 200c/c in the x-direction but it will only...
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Error in Staad file (Version SS 6)
While running staad file (version SS6 ) following error message appears-however I had checked syntax of input file also checked if there is an unnecessary space exists or not before STAAD SPACE command...
View Articleseismic horizontal forces
I'm designing a water processing skid for a high seismic zone (California) and have a question about the horizontal forces. We have a filter that is supported by 4 legs. The legs are 24" tall and the...
View ArticleSpectrum Analysis - Reactions
Hi!I'm trying to run a model with seismic loads.As I've never used the Spectrum Analysis method before (in previous models I just created the seismic loads on X, Y and Z as static loads based on the...
View ArticleAluminum Code Check Output
When running an aluminum code check in STAAD there is no tab that says "Aluminum Design" when you double-click a member. Why not? It would be helpful to get the same type of info you get when running a...
View ArticleUnbraced length of physical members
Is there an easy/quick way to set the unbraced length (LZ) of all members in a model to the length of the physical member they're a part of? I have over 10,000 physical members alone, so it is...
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